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HomeMy WebLinkAboutW-343005VACUUM Is'EMSL✓ r__ I _ 26 it e g ' \SEE CONNECTION 7 DETAIL, SHT 143 LTL 26 3 1 ELE! 'p3j' e 'E Cop °P A/' PVC UE /PUMP HEAD o p BOB BRIDGE SCION `APE tEv" LITHIA DODGE CHRYSLER 1 SEE CONNECTION B EXISTING ATER 1 � - -- DETAIL, SHT 143- �� - _ 6 - _ ---- 5 , 2 w G:. 77;7; PET, - - -- 2422 LF PIPE 27 T, SEE CONNECTION 9 DETAIL, SHT 143 I iw RAINIt AVE S 2475 LF PIPE _ -- - i ki c-� /- , ,�.- v TT 2 1 0 . o. .{ - - �/ _ _ a� 215 LF PIPE KFC EXISTING _ Vv 8' C.I. [ 1- -- ----- ---- - -IHOP Oj FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE SEE WATER LAYOUT TABLE U FURNISH AND INSTALL GATE VALVE. SIZE FOR STATION, OFFSET AND SIZE, THIS SHEET. 44.5' 40.5' 12" 25 +50 422' 40.5' 12' STA 24+85.8, 44.5' LT O2 FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO 26 +50 1 - 12" GATE VALVE, MJxMJ 40.1' EXISTING WATER MAIN.. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL. SHT 142. 27 +00 41.6' 39.7' 12' 27 +50 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. 12° APPROXIMATE STA 27 +26.3, 72.8' LT APPROXIMATE STA 26 +11.2, RT 53.6 3 &8' 12' 28 +50 1 - 8' COUPLING, MAMJ 1 - 8' COUPLING, MAMJ 12' STA 25+73.3, 52.5' LT STA 25+99.5, 51.9' RT 39.8' APPROXIMATE STA 28 +61.6, 60.5' RT 12° STA 27 +75.2, 50.9' RT 1 - 10' OOUPUNG, MJxMJ 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3 AND O3 FURNISH AND INSTALL TEE. CONNECT TO E %ISTING SERVICE LINE. STA 26 +11.2, 40.3' RT STA 27 +30.1' 41.3' LT APPROXIMATE STA 25 +46.5, 52.5' RT APPROXIMATE STA 25 +78.9, 52.8' LT 1 - 12'x12'.8' TEE, FLxFLxFL 1 - 12'x12'.8' TEE, FLxFLxFL 1 - 3/4" METER 1 - 1 1/2' METER 2 - 12' GATE VALVE, FLxMJ 2 - 12' GATE VALVE, FLxMJ 1 - METER BOX 1 - METER BOX 1 - 8' GATE VALVE, FLxMJ 1 - 8' GATE VALVE, FLxMJ 1 - THRUST BLOCK 1 - THRUST BLOCK APPROXIMATE STA 28 +38.1, 62.8' RT 1 - 1 1/2" METER STA 28 +61.0, 38.0' RT 1 - METER BOX 1 - 12 °x12'x10" TEE, FLxFLxFL 2 - 12" GATE VALVE, FLxMJ 17 FURNISH AND INSTALL 8" CLASS 52 DUCTILE IRON WATER PIPE FOR WATER SERVICE 1 - 10" GATE VALVE, FLxMJ CONNECTION. 1 - THRUST BLOCK 18 FURNISH AND INSTALL 10° CLASS 52 DUCTILE IRON WATER PIPE FOR WATER SERVICE © FURNISH AND INSTALL 22.5 DEG BEND. CONNECTION. STA 27 +30.0, 65.3' LT 2fi FURNISH AND INSTALL 12° CLASS 52 DUCTILE IRON WATER PIPE. 1 - 8" 22.5' BEND, MJxMJ 1 - THRUST BLOCK = EXISTING 10" D.I. °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° 26 +50 41.4' 40.1' 1 Y 27 +00 41.6' 39.7' 12' 27 +50 41.5' 39.3' 12° 28 +00 41.2' 3 &8' 12' 28 +50 40.6' 3 &1' 12' 29 +00 39.8' 37.5' 12° WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLAN 108 DRAINAGE PROFILE 117 -119 WATER PLAN - WATER PROFILE 150,157 JOINT UTIUTY TRENCH PLAN 168 JOINT UTIUTY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNEUZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 296 rzCwrzu LKARIVU3 I aLr I UPT I SURVEYED. HPc DRAWN BY SCORCH DESIGN ay. soDrKH CHECK BY dLE PROS MCIY. M Else O�UVATO1.Mq ?I RECORD 79BNA'mueN 2ilQJMeamAKnue SwkwAssl Tmim,WA9BIfQ DRAWINGS INCA VA�1� DRAWINGS Aw. mn h8 AL CITY OF RENTON "N P�eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATERPLAN STA 24 +50 TO STA 29 +00 DRAWING NC. 136 PROJECT NO TEDaoaas EEDAiO no. cMS s7 DATE MAR 2014 SHEET NO. ias OF aoa NUMBER REVISION DescawnoN av APP. DATE